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RE: Wood Moment Frame?

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This is possible - in either case, Dan's problem is a 5:1 ratio :>) much
too high to work.

Dennis S. Wish, PE
California Professional Engineer
Administrator - The Structuralist.Net
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-----Original Message-----
From: FSRahbar(--nospam--at)aol.com [mailto:FSRahbar(--nospam--at)aol.com] 
Sent: Monday, December 03, 2001 11:06 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Wood Moment Frame?

Believe it or not, my UBC 1997, Page 2-286 says 3.5:1 for seismic zones
1 & 2 only. I guess they changed it in the later prints.

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